摘要
本文论述了两跨连续墙梁在均布竖向荷载作用下的受力特性、破坏特征和承载能力。在试验研究以及有限元分析的基础上,对影响连续墙梁受力性能的各因素进行了讨论,提出了两跨连续墙梁抗弯、抗剪和局部受压的计算方法。
In this paper the behavior, failure models and ultimate bearing capacity of the two-span continuous wall-beams under the uniformly distributed load is presented. Based on the test results and the finite clement analysis, the affecting factors are studied. Formulas for determining flexure strength, shearing strength and local compressive strength of two-span wall-beams under the uniformly distributed load is proposed also.
关键词
连续墙梁
试验
破坏模式
计算
supports/continuous wall-beams
failure models
reaction distribution
different sinking
